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High-pressure jet grouting pile hole leading construction integrated device and construction method thereof

A technology of high-pressure rotary jetting pile and high-pressure jetting, which is applied to the driving device for drilling, excavation, sheet pile wall, etc. problems, to achieve the effect of rapid construction, good hole wall quality and low cost

Pending Publication Date: 2020-08-25
浙江岩科建设有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, this patent uses a double pipe and a down-the-hole impactor. The high-pressure water and high-pressure cement slurry are not sprayed separately. The high-pressure water and high-pressure cement slurry share the same nozzle. The secondary cutting effect on the soil is weakened, the diameter of the pile is too small, and the effect of the pile is poor

Method used

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  • High-pressure jet grouting pile hole leading construction integrated device and construction method thereof
  • High-pressure jet grouting pile hole leading construction integrated device and construction method thereof
  • High-pressure jet grouting pile hole leading construction integrated device and construction method thereof

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Embodiment

[0040] like Figure 1-3 As shown, a high-pressure rotary grouting pile introduction hole construction integrated device includes a rotary jet drilling machine 1, a high-pressure jet drill pipe 2 and a triple pipe 3; the triple pipe 3 is fixed at the bottom of the high-pressure jet drill pipe 2, and the bottom of the triple pipe 3 is fixed A down-the-hole hammer 4 is provided; the triple pipe 3 includes a slurry ejector 5, an inner air ejector 6, and an outer air ejector 7 arranged sequentially from the inside to the outside; the down-the-hole hammer with a casing drill provided by the present invention High-efficiency drilling and forming holes under various complex geological conditions such as soft and hard formations, gravel layers, pebble layers, and floating stone rock layers. At the same time, due to the rotation and follow-up of the casing drill, the hole diameter and hole wall quality are good. , high vertical precision and rapid construction; overcome the noise, vibra...

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Abstract

The invention relates to a high-pressure jet grouting pile hole leading construction integrated device and a construction method thereof. The high-pressure jet grouting pile hole leading constructionintegrated device comprises a jet grouting drilling machine, a high-pressure jet grouting drill rod and a triple pipe, wherein the triple pipe is fixedly arranged at the bottom of the high-pressure jet grouting drill rod, and a down-the-hole hammer is fixedly arranged at the bottom of the triple pipe; and the triple pipe comprises a grout outlet ejector, an inner air outlet ejector and an outer air outlet ejector which are sequentially arranged from inside to outside. The high-pressure jet grouting pile hole leading construction integrated device is simple in structure, convenient to use and practical, the construction technology of combining the triple pipe and the down-the-hole hammer is adopted for the environment of a complex geological layer, and by optimizing construction technical parameters, an obtained pile body is high in strength and good in construction quality. Compared with a traditional high-pressure jet grouting pile construction method, the input mechanical materials are few, the cost is low, construction is safe, and construction is rapid.

Description

technical field [0001] The invention belongs to the technical field of building construction, and in particular relates to an integrated device for leading hole construction of high-pressure rotary grouting piles and a construction method thereof. Background technique [0002] With the development of urban underground space, the requirements for the effect of water-stop curtains are getting higher and higher during the construction of deep foundation pits. The rotary grouting pile is to use the drilling rig to drill the rotary grouting pipe and nozzle at the design elevation of the pile bottom, pass the pre-prepared grout through the high-pressure generating device to make the liquid flow obtain huge energy, and spray it from the nozzle near the grouting pipe at high speed It will form a liquid flow with highly concentrated energy, which will directly destroy the soil. During the spraying process, the drill pipe will be lifted while rotating, so that the slurry and the soil ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21B7/04E21B4/14E21B33/138E02D5/46E02D15/00E02D17/02E02D19/18
CPCE21B7/04E21B4/14E21B33/138E02D15/00E02D5/46E02D17/02E02D19/18
Inventor 陈利沈琴琴
Owner 浙江岩科建设有限公司
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